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Grand gusset failure

Authors :
Huckelbridge, Arthur A., Jr.
Palmer, Dean A.
Snyder, Richard E.
Source :
Civil Engineering. Sept, 1997, Vol. 67 Issue 9, p50, 3 p.
Publication Year :
1997

Abstract

The 850 ft arched truss bridge over Grand River in Cleveland underwent a midair repair scheme because the bridge's thick gusset plates were damaged. The repair was conducted by attaching jacking brackets to the lower chords of the failed joint and to strain gauge members. The strain gauge members were realigned through post-tensioning so that partial replacement gussets could be positioned. Although the repair of the damaged part of the bridge was complicated, it was completed in five-months time.

Details

ISSN :
08857024
Volume :
67
Issue :
9
Database :
Gale General OneFile
Journal :
Civil Engineering
Publication Type :
Academic Journal
Accession number :
edsgcl.20431225